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<br />100
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<br />LO
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<br />0
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<br />0
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<br />0
<br />d
<br />0
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<br />z
<br />W
<br />a
<br />r
<br />m
<br />0
<br />FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />,
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 r
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />>
<br />e
<br />SHINGLE ROOF, SHINGLES TO
<br />e °
<br />BE IN ACCORDANCE w/ ASTM
<br />'III=1 I=1 I=1 m '
<br />I —III I °
<br />' q
<br />II III — III —III—'
<br />D7158-CLASS G or H, or ASTM
<br />-III
<br />i L=III—III I 1=� o
<br />- - = -
<br />11=1 11-III=III=1
<br />-
<br />D3161-CLASS F, IN
<br />I-1 I -III III -I
<br />12
<br />ACCORDANCE w/ TABLE
<br />"1=III=1 I1=1 I I-1 I I—�I 11=1
<br />I I-III-1 11=1 I1=_I I r
<br />(TYP.) VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION
<br />' =III III=111� I I1=III
<br />-1 f I, i I II II I II
<br />III=III III I I'
<br />I II �I II �,I 11=
<br />(2020)
<br />lI
<br />$
<br />II
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULATION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />5/8" OR 1/2" HIGH---
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />FI FV VARIFS/14�\ SEE TYP. WALL SECTION SCALE 3/4"=1'-0"
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @24"O.C.-/Iff
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U) TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />W
<br />a NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />E -
<br />�t
<br />_
<br />" L
<br />°°
<br />6 MIL VAPOR II I o
<br />_-z
<br />I I
<br />BARRIER , D 4
<br />I IIII—
<br />� •
<br />11= N
<br />COMP. SOIL. °
<br />(COMPACTED TO 95% —I I I =T=III
<br />=
<br />MODIFIED PROCTOR III I I Tl 1=1I I-
<br />I I I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />O #5 REBAR CONT.—/
<br />(1 STORY)
<br />CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />U.N.O.N 4"" V-8" (2 STORY)
<br />U.O
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />Q-1")
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14'" O.H.D. RECESS
<br />PAVERS
<br />�M
<br />-f17 1TI= � "" - - a
<br />4 00
<br />I I III � � e ' " • • �� • III—�
<br />I•�IIf a.,'- � , �. III=1
<br />SEE A/S3 OR YS6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />S3
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />F -1 EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @FIELD
<br />SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY"
<br />IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. V-0" ot (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.) 21" x 6 W1.4 x W1.4 ATTACHMENTS 26 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" z 3 1/2" MIN. 3 1/2" MIN.
<br />'.
<br />A.F.F. p -P
<br />2x4 CONT. u ° _
<br />III=11=1=1'31 /2"(min.)- 4" p b . ° — I I=III-Th 31 /2"(min.)- 4„
<br />I- N _ __ —I LI—III,00 —III—i I I -
<br />GARAGE DEPTH VARIES 31l2"(min. -4" Tr= 31/2(min.)-4"=1Th111
<br />I I
<br />_ II i� =1I1=�-III 1T=III =1I1= I I Tf—TII— TI I �'
<br />�— —I 11 I i Tl�l HIM I —
<br />(2) #5 CONT. 4„ " -I i 11-4 i 8" (2) #5 CONT. 4„
<br />GARAGE SLAB AT STEP rB U.N.O.ALMIN. TYPICAL BEARING WALL MIN.STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C C rcC
<br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3
<br />cOc` •
<br />� S�CU
<br />-�0E
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />cQ`�
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/' \
<br />INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />10'-0" (R302.11)
<br />d #5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10"-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<br />"" ""
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w' (10)
<br />SIDE IF APPLICABLE.
<br />BOLT INFO.
<br />5/8x6JBOLTS BOLT @ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA, EXPANSION BOLT @24 "
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1
<br />(6)1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20"MIN. LAP [24" MIN, LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />3500#, MIN. TENSION 2600#)
<br />w/ (10) 10d NAILS
<br />SPACED EVENLY
<br />�,
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />Q
<br />BOLTS 6" MAX FROM
<br />^
<br />6 x 6 W1.4 x W1.4 N
<br />TYP.
<br />2x P.T. PLATE
<br />PER MFR INSTRUCTIONS
<br />w
<br />o
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH �, E
<br />ASSUMED FINISHED
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. F - 40ksi
<br />v
<br />GRADE
<br />o
<br />z
<br />#3 & #4 LAP SPLICE
<br />a
<br />e
<br />MONO OR STEMWALL
<br />?
<br />r ° °
<br />M — — —_ D u
<br />FINISH GRADE
<br />25' MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fv- 60ksi
<br />Y- ]
<br />�
<br />g
<br />III—III=1 I ( L D
<br />r;-_ I F o
<br />I I I I 1=11� I I1- T
<br />FOOTING MONO SHOWN
<br />°O
<br />—il—
<br />=1 I I
<br />III ° °
<br />-
<br />°°
<br />W
<br />I� - °
<br />• - - I1=1
<br />III I III �T
<br />FOR CLARITY
<br />z
<br />6 MIL VAPOR BARRIER i P
<br />1= I °
<br />I I III o:
<br />I
<br />11=III=11=1�
<br />_
<br />51111 11=T 11 0. r
<br />LMI1=1
<br />r
<br />#5 REINFORCING BAR
<br />#5 I AP SPI IC F
<br />R 1 7/8„-
<br />— II-T=T-1TI I1=-1i1 I1=III=�
<br />NOTE:*FOR BEARING WALL `." COMP. SOIL. (COMPACTED TO 111 I • ° _ I= III-
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 1= I-1TI=T=1I I= I IEL.;T 1I
<br />D1557) =1T_I III,=—, T,�111,�,11 III�� T
<br />4"" 1,-411
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00
<br />__ _______ __ e • _ _
<br />=(1) #5 �REBAR w/ OPT.
<br />' I=1 11=1 11=1 I I- 11= 11=1 11= 1 1=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />1311O.H.D. RECESS
<br />CV �
<br />M
<br />}— a
<br />T a
<br />M e
<br />d' I 00
<br />1=IIII
<br />SEEA/S3ORJ/S6 1IIII 111-_,III,,, I ,l�lll
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x
<br />1/2" GYP. BD.
<br />2, HOLD GYP. BD,
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALAN
<br />Q INTERIOR
<br />• -3 1/2"
<br />d a
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />e
<br />M
<br />BARRIER
<br />REBAR DETAILS (�t)
<br />SCALE: N.T.S.
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR CONNECTION INFO
<br />TOP OF BEAM &LAYOUT DESIGN
<br />SEE ROOF PLAN 00
<br />(2) HTS20 FOR STRUCTURAL :-
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />i
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />�^
<br />j
<br />Q
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />w
<br />COLUMN SIZE AND BASE
<br />a
<br />CONNECTION INFO.
<br />—2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />—INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT c
<br />Q
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />E
<br />>
<br />w
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N
<br />W
<br />SIZE AND REINFORCEMENT)
<br />M WWF OR FIBERMESH ;
<br />Uj
<br />a d
<br />BRICK PAVERS or SLAB PER
<br />-
<br />COMMUNITY SPECS
<br />;III .I 11-1 1-1 � 1-111=1 � [=1Ti-
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />0000.�. ...�., .� ..�
<br />(2) #5 CONT. —III-II , , , I I ... , , J
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1,4" 8,"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.0.) � WWF OR FIBERMESH
<br />d �
<br />E
<br />SEE A/S3/J/S6 -` I
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS @ S.G.D. / M
<br />SCALE:3/4"=V-0" \, S3
<br />MASONRY WALL AND'
<br />PAD FOOTING
<br />8" MASONRY WALL --
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFORCING.
<br />C"7
<br />00 � GRADE
<br />w
<br />z W � • w
<br />U
<br />0 0 in 2 • • • 0—
<br />_ Z Q
<br />U- � Cr
<br />FOOTING v
<br />BEYOND
<br />PAD REINFORCEMENT—/3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />ers
<br />Cn
<br />-
<br />CD
<br />W
<br />1
<br />W
<br />co
<br />aj o
<br />CC V
<br />N
<br />N R O
<br />N O �
<br />> E L C
<br />�C=•--M
<br />In a
<br />E
<br />a
<br />p
<br />t` 1I
<br />4-W
<br />CRd,
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W
<br />4
<br />o E
<br />0
<br />G€
<br />0
<br />N N m
<br />0
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<br />JOB
<br />NO:
<br />23-06128
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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